CN111501518B - Prefabricated assembled narrow-web combined box girder structure and construction method thereof - Google Patents
Prefabricated assembled narrow-web combined box girder structure and construction method thereof Download PDFInfo
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- CN111501518B CN111501518B CN202010354826.3A CN202010354826A CN111501518B CN 111501518 B CN111501518 B CN 111501518B CN 202010354826 A CN202010354826 A CN 202010354826A CN 111501518 B CN111501518 B CN 111501518B
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
- E01D2/04—Bridges characterised by the cross-section of their bearing spanning structure of the box-girder type
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
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Abstract
The invention discloses a prefabricated assembled narrow-web combined box girder structure which comprises a box girder body and two side longitudinal girders arranged at two ends of the box girder body respectively, wherein a bridge deck is arranged on the top surface of the box girder body; every the upper portion of limit longeron is close to one side of decking all is provided with the anticollision district, the anticollision district include shrouding, anticollision panel and with the anticollision K that the curb plate of limit longeron linked firmly props, the anticollision panel is located anticollision K props and keeps away from one side of limit longeron, the shrouding is located the top that anticollision K propped, the anticollision panel with the limit longeron respectively with the shrouding links firmly. The prefabricated assembled narrow-web combined box girder structure and the construction method thereof have the advantages of simple structure and convenience in assembly, and can meet the requirement of rapid construction of urban bridges.
Description
Technical Field
The invention relates to the technical field of bridge structures, in particular to a prefabricated assembled narrow-web combined box girder structure and a construction method thereof.
Background
The anti-collision wall is mostly concrete structure, as bridge structures's protective member, and is bulky, from major, rigidity is big, but not count into the structure calculation within range. Only the dead weight of the anti-collision wall is taken into account when the structural design calculation is carried out. The contribution of the anti-collision wall to the rigidity and the stress performance of the bridge is neglected, and the existing anti-collision wall is complex in structure and slow in construction, so that the requirement of rapid construction of the urban bridge cannot be met.
Disclosure of Invention
The invention aims to provide a prefabricated and assembled narrow-web combined box girder structure and a construction method thereof, which are used for solving the problems in the prior art and meeting the requirement of rapid construction of urban bridges.
In order to achieve the purpose, the invention provides the following scheme:
the invention provides a prefabricated assembled narrow-web combined box girder structure which comprises a box girder body and two side longitudinal girders arranged at two ends of the box girder body respectively, wherein a bridge deck is arranged on the top surface of the box girder body; every the upper portion of limit longeron is close to one side of decking all is provided with the anticollision district, the anticollision district include shrouding, anticollision panel and with the anticollision K that the curb plate of limit longeron linked firmly props, the anticollision panel is located anticollision K props and keeps away from one side of limit longeron, the shrouding is located the top that anticollision K propped, the anticollision panel with the limit longeron respectively with the shrouding links firmly.
Preferably, the box girder body comprises a box girder top plate, a box girder web plate and a box girder bottom plate, and plate ribs or closed stiffening ribs are longitudinally arranged on the lower surface of the box girder top plate and the upper surface of the box girder bottom plate; and a flange plate is further arranged on one side of the side longitudinal beam, which is far away from the box girder body, and a plate rib or a closed stiffening rib is longitudinally arranged on the lower surface of the flange plate and a plate rib is transversely arranged.
Preferably, the side longeron includes the steel case, sets up the median septum at steel case middle part is in with the setting the steel reinforcement cage of median septum top, the median septum with the top surface of case roof beam body is held level, the median septum will the steel case is separated for last box and lower box, the steel reinforcement cage is located go up in the box, just go up the box and pour concrete, the steel case includes side longeron roof, side longeron curb plate and side longeron bottom plate.
Preferably, a plurality of vertical transverse partition plates are uniformly arranged in the upper box body, and pouring holes and exhaust holes are formed in the steel box of the upper box body between every two adjacent transverse partition plates.
Preferably, the inner wall of the lower box body is provided with transverse partition reinforcing ribs.
Preferably, the anti-collision panel is a thin-wall concrete hanging plate or a steel plate, the anti-collision K-shaped support is made of steel, and the bridge deck is a cast-in-place combined bridge deck.
The invention also provides a construction method of the prefabricated assembled narrow-web combined box girder structure, which comprises the following steps:
(1) welding and assembling a box girder top plate, a box girder web plate and a box girder bottom plate in a factory in sections, simultaneously welding plate ribs or closed stiffening ribs of the box girder top plate and the box girder bottom plate to obtain a box girder body, and welding studs on the top of the box girder top plate;
(2) prefabricating a side longitudinal beam top plate, side longitudinal beam side plates, a side longitudinal beam bottom plate, a middle partition plate and a transverse partition plate in a factory, assembling the steel box, assembling the middle partition plate in a position which is flush with the box girder top plate in the steel box, welding a transverse partition stiffening rib in a lower box body, arranging a steel reinforcement cage positioning bolt in an upper box body of the steel box, welding the transverse partition plate, installing a steel reinforcement cage in the steel box before welding the side longitudinal beam steel box top plate, and arranging a filling hole and an exhaust hole in the top plate of the steel box to obtain a side longitudinal beam; then assembling the side longitudinal beams with the box girder body; the transverse splicing welding seam of the side longitudinal beam is staggered with the transverse welding seam of the box girder body;
(3) hoisting each section in place by using a bridge girder erection machine on site, welding and assembling to complete the assembly of each section;
(4) concrete is poured in the side longitudinal beams in sections, and after the concrete is poured, the pouring holes and the exhaust holes are welded and sealed;
(5) prefabricating an anti-collision K support, an anti-collision panel and a sealing plate in a factory, welding the anti-collision K support on the outer wall of the side plate on the inner side of the side longitudinal beam, and then assembling the anti-collision panel and the sealing plate;
(6) and pouring a concrete bridge deck above the top surface of the box girder body.
Preferably, when the thin-wall concrete hanging plate is selected as the anti-collision panel, the anti-collision panel does not need to be assembled in the step (3), but the thin-wall concrete hanging plate is poured in site construction to be used as the anti-collision panel after the step (4) is finished.
Compared with the prior art, the invention has the following technical effects:
the prefabricated assembled narrow-web combined box girder structure and the construction method thereof have the advantages of simple structure and convenience in assembly, and can meet the requirement of rapid construction of urban bridges. The prefabricated assembled narrow-web combined box girder structure and the construction method thereof adopt the prefabricated assembled structure, shorten the construction period on site, relieve the long-term influence of construction on urban traffic, and simultaneously, most of welding work is finished in factories, and large-scale factory mechanical welding can ensure the welding quality of welding seams; the anti-collision area is used as one part of the combined box girder structure, and participates in structural stress, compared with the traditional structure, the side longitudinal beam is designed according to a stress component, and the beam height of the box girder can be greatly reduced due to the fact that the side longitudinal beam is higher in rigidity after concrete is poured in the side longitudinal beam and shares larger load, and the problem that the beam height of an urban bridge is limited is solved; the transverse welding seams of the side longitudinal beams and the transverse welding seams of the box girder body are arranged in a staggered mode, and the gap transverse welding seams penetrate through the risk of cracking; concrete is poured in the steel boxes of the side longitudinal beams, and a steel reinforcement cage is arranged inside the side longitudinal beams, so that the connection strength is increased, and the integrity of the bridge is improved; the bridge deck adopts cast-in-place concrete bridge deck, has also increased the wholeness of bridge. The anticollision district adopts K to prop (or fill crashproof foam), can play the effect of crashproof energy dissipation, owing to adopted the link plate structure, makes things convenient for the later maintenance to change.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings without creative efforts.
FIG. 1 is a first structural schematic diagram of a prefabricated assembled narrow-web combined box girder structure of the invention;
FIG. 2 is a second structural schematic diagram of the prefabricated assembled narrow-web combined box girder structure of the invention;
FIG. 3 is a schematic structural view of a side longitudinal beam in the prefabricated assembled narrow-web combined box girder structure of the invention;
wherein: the method comprises the following steps of 1-cast-in-place combined bridge deck, 2-box girder web plates, 3-box girder bottom plates, 4-side longitudinal girder top plates, 5-middle partition plates, 6-side longitudinal girder side plates, 7-transverse partition reinforcing ribs, 8-side longitudinal girder bottom plates, 9-sealing plates, 10-collision-prevention areas, 11-collision-prevention K supports, 12-collision-prevention panels, 13-flange plates, 14-box girder top plates and 15-transverse partition plates.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be obtained by a person skilled in the art without inventive effort based on the embodiments of the present invention, are within the scope of the present invention.
The invention aims to provide a prefabricated and assembled narrow-web combined box girder structure and a construction method thereof, which are used for solving the problems in the prior art and meeting the requirement of rapid construction of urban bridges.
In order to make the aforementioned objects, features and advantages of the present invention comprehensible, embodiments accompanied with figures are described in further detail below.
As shown in fig. 1 to 3: narrow abdomen combination box girder structure is assembled to this embodiment system includes the box girder body and sets up two limit longerons at box girder body top surface both ends respectively, is provided with cast-in-place combination decking 1 on the top surface of box girder.
The box girder comprises a box girder top plate 14, a box girder web 2 and a box girder bottom plate 3, plate ribs are longitudinally arranged on the lower surface of the box girder top plate 14 and the upper surface of the box girder bottom plate 3, and plate ribs or closed stiffening ribs are longitudinally arranged on the box girder bottom plate 3; and a flange plate 13 is further arranged on one side of the side longitudinal beam, which is far away from the box girder body, and the lower surface of the flange plate 13 is respectively provided with a longitudinal plate rib or a closed stiffening rib and a transverse plate rib.
One side that every side longeron upper portion is close to cast-in-place combination decking 1 still is provided with anticollision district 10, and anticollision district 10 is located the inboard of side longeron, and anticollision district 10 includes shrouding 9, anticollision panel 12 and props 11 with the crashproof K that the curb plate of side longeron links firmly, and anticollision panel 12 is located anticollision K and props 11 one side of keeping away from the side longeron, and shrouding 9 is located anticollision K and props 11 top, and anticollision panel 12 and side longeron link firmly with shrouding 9 respectively.
The side longeron includes the steel case, set up at the median septum 5 at steel case middle part and set up the steel reinforcement cage in 5 tops of median septum, and median septum 5 keeps flat with the top surface of case roof beam body, and median septum 5 separates the steel case for last box and lower box, and the steel reinforcement cage is located the box, and goes up the internal concreting of pouring of box, and the steel case includes side longeron roof 4, side longeron curb plate 6 and side longeron bottom plate 8, and concrete and steel reinforcement cage constitute anti nip. Evenly be provided with the vertical cross slab 15 of a plurality of in going up the box, a plurality of cross slab 15 divides into a plurality of sections with the last box of side longeron, simultaneously, leaves concrete filling hole and exhaust hole on the top steel sheet of every section side longeron, and the filling hole is established in the bottom of every section bridge longitudinal slope direction, and the exhaust hole is established in the top direction of bridge longitudinal slope, and the interval between two adjacent cross slabs 15 is 1.5 ~ 2.5 meters, lays the board rib on the cross slab 15. Four inner walls of the lower box body are provided with a plurality of transverse reinforcing ribs 7 so as to enhance the torque resistance of the lower box body. The anti-collision panel 12 in this embodiment is a thin-walled concrete hanging plate or a steel plate, and the anti-collision K-brace 11 is made of steel.
The embodiment also provides a construction method of the prefabricated assembled narrow-web combined box girder structure, which comprises the following steps:
(1) welding and assembling a box girder top plate 14, a box girder web plate 2 and a box girder bottom plate 3 in a factory in sections, simultaneously welding a plate rib of the box girder top plate 14 and a plate rib or a closed stiffening rib of the box girder bottom plate 3 to obtain a box girder body, and welding a stud at the top of the box girder top plate, wherein the stud can ensure the synergistic effect of a cast-in-place concrete bridge deck and the box girder body;
(2) prefabricating a side longitudinal beam top plate 4, side longitudinal beam side plates 6, a side longitudinal beam bottom plate 8, a middle partition plate 5 and a transverse partition plate 15 in a factory, assembling a steel box, assembling the middle partition plate 5 in a position which is flush with the box beam top plate 14 in the steel box, welding a transverse partition stiffening rib in a lower box steel box, arranging a steel reinforcement cage positioning bolt in an upper box steel box, welding the transverse partition plate 15, installing a steel reinforcement cage in the upper box steel box before welding the side longitudinal beam steel box top plate, and arranging a filling hole and an exhaust hole in the upper steel box top plate 4 to obtain a side longitudinal beam; then assembling the side longitudinal beams with the box girder body; the transverse splicing welding seam of the side longitudinal beam is staggered with the transverse welding seam of the box girder body;
(3) hoisting each section in place by using a bridge girder erection machine on site, welding and assembling to complete the assembly of each section; welding an anti-collision K support 11 on the outer wall of the side plate on the inner side of the side longitudinal beam, and then assembling an anti-collision panel 12 and a sealing plate 9;
(4) concrete is poured in the side longitudinal beams in sections, and after the concrete is poured, the pouring holes and the exhaust holes are welded and sealed; hoisting each section in place by using a bridge girder erection machine on site, welding and assembling to complete the assembly of each section;
(5) prefabricating an anti-collision K support, an anti-collision panel and a sealing plate in a factory, welding an anti-collision K support 11 on the outer wall of the side plate on the inner side of the side longitudinal beam, and then assembling the anti-collision panel 12 and the sealing plate 9; concrete is poured in the side longitudinal beams in sections, and after the concrete is poured, the pouring holes and the exhaust holes are welded and sealed;
(6) and pouring a cast-in-place combined bridge deck 13 above the top surface of the box girder body.
In the description of the present invention, it should be noted that the terms "top", "bottom", "inside", "outside", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience in describing the present invention and simplifying the description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention.
The principle and the implementation mode of the present invention are explained by applying specific examples in the present specification, and the above descriptions of the examples are only used to help understanding the method and the core idea of the present invention; meanwhile, for a person skilled in the art, according to the idea of the present invention, the specific embodiments and the application range may be changed. In view of the above, the present disclosure should not be construed as limiting the invention.
Claims (1)
1. A construction method of a prefabricated and assembled narrow-web combined box girder structure is characterized in that the prefabricated and assembled narrow-web combined box girder structure comprises a box girder body and two side longitudinal girders arranged at two ends of the box girder body respectively, and a bridge deck is arranged on the top surface of the box girder body; an anti-collision area is arranged on one side, close to the bridge deck, of the upper portion of each side longitudinal beam, and comprises a sealing plate, an anti-collision panel and an anti-collision K support fixedly connected with side plates of the side longitudinal beams, the anti-collision panel is located on one side, far away from the side longitudinal beams, of the anti-collision K support, the sealing plate is located above the anti-collision K support, and the anti-collision panel and the side longitudinal beams are fixedly connected with the sealing plate respectively; the box girder body comprises a box girder top plate, a box girder web plate and a box girder bottom plate, and plate ribs or closed stiffening ribs are longitudinally arranged on the lower surface of the box girder top plate and the upper surface of the box girder bottom plate; a flange plate is further arranged on one side of the side longitudinal beam, which is far away from the box girder body, and plate ribs or closed stiffening ribs are longitudinally arranged on the lower surface of the flange plate and plate ribs are transversely arranged on the lower surface of the flange plate; the side longitudinal beam comprises a steel box, a middle clapboard arranged in the middle of the steel box and a reinforcement cage arranged above the middle clapboard, the middle clapboard is flush with the top surface of the box girder body, the steel box is divided into an upper box body and a lower box body by the middle clapboard, the reinforcement cage is positioned in the upper box body, concrete is poured in the upper box body, and the steel box comprises a side longitudinal beam top plate, side longitudinal beam side plates and a side longitudinal beam bottom plate; a plurality of vertical transverse clapboards are uniformly arranged in the upper box body, and a pouring hole and an exhaust hole are formed in the upper box body steel box between every two adjacent transverse clapboards; the inner wall of the lower box body is provided with transverse partition reinforcing ribs; the anti-collision panel is a thin-wall concrete hanging plate or a steel plate, the anti-collision K support is made of steel, and the bridge deck is a cast-in-place combined bridge deck;
the construction method comprises the following steps:
(1) welding and assembling the box girder top plate, the box girder web plate and the box girder bottom plate in a factory in sections, simultaneously welding plate ribs or closed stiffening ribs of the box girder top plate and the box girder bottom plate to obtain the box girder body, and welding studs on the top of the box girder top plate;
(2) prefabricating the side longitudinal beam top plate, the side longitudinal beam side plates, the side longitudinal beam bottom plate, the middle partition plate and the transverse partition plate in a factory, assembling the steel box, assembling the middle partition plate in the steel box at a position flush with the box girder top plate, welding a transverse partition stiffening rib in the lower box body, arranging a steel reinforcement cage positioning bolt in the upper box body of the steel box, welding the transverse partition plate, installing a steel reinforcement cage in the steel box before welding the side longitudinal beam steel box top plate, and arranging a filling hole and an exhaust hole in the top plate of the steel box to obtain the side longitudinal beam; then assembling the side longitudinal beams with the box girder body; the transverse splicing welding seam of the side longitudinal beam is staggered with the transverse welding seam of the box girder body;
(3) hoisting each section in place by using a bridge girder erection machine on site, welding and assembling to complete the assembly of each section;
(4) concrete is poured in the side longitudinal beams in sections, and after the concrete is poured, the pouring holes and the exhaust holes are welded and sealed;
(5) prefabricating the anti-collision K brace, the anti-collision panel and the sealing plate in a factory, welding the anti-collision K brace on the outer wall of the side plate on the inner side of the side longitudinal beam, and then assembling the anti-collision panel and the sealing plate;
(6) and pouring a concrete bridge deck above the top surface of the box girder body.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202010354826.3A CN111501518B (en) | 2020-04-29 | 2020-04-29 | Prefabricated assembled narrow-web combined box girder structure and construction method thereof |
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| CN202010354826.3A CN111501518B (en) | 2020-04-29 | 2020-04-29 | Prefabricated assembled narrow-web combined box girder structure and construction method thereof |
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| CN111501518A CN111501518A (en) | 2020-08-07 |
| CN111501518B true CN111501518B (en) | 2021-08-31 |
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| CN113502724B (en) * | 2020-10-21 | 2023-04-11 | 北京城建集团有限责任公司 | Steel structure box girder bridge straight-line bridge structure for PRT and construction method thereof |
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| JPH0175118U (en) * | 1987-11-05 | 1989-05-22 | ||
| CN201400850Y (en) * | 2009-04-15 | 2010-02-10 | 中铁二院工程集团有限责任公司 | Large-span steel girder for straddle single-track traffic system |
| CN102953320A (en) * | 2012-12-10 | 2013-03-06 | 江苏省交通科学研究院股份有限公司 | Box bridge girder |
| CN108660974A (en) * | 2018-05-22 | 2018-10-16 | 郑州工业应用技术学院 | A kind of road and bridge protective fence cushion bumper body |
| CN108914782A (en) * | 2018-08-08 | 2018-11-30 | 江苏中铁山桥重工有限公司 | A kind of large size open web type highway steel box girder stayed-cable bridge manufacturing method |
| CN109137718A (en) * | 2018-09-27 | 2019-01-04 | 中交公路规划设计院有限公司 | Lightweight steel-coarse aggregate Reactive Powder Concrete combined beam structure |
| KR102027941B1 (en) * | 2018-10-18 | 2019-11-05 | 재화엔지니어링(주) | Pedestrian Bridge installing the Handrail Girder |
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2020
- 2020-04-29 CN CN202010354826.3A patent/CN111501518B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0175118U (en) * | 1987-11-05 | 1989-05-22 | ||
| CN201400850Y (en) * | 2009-04-15 | 2010-02-10 | 中铁二院工程集团有限责任公司 | Large-span steel girder for straddle single-track traffic system |
| CN102953320A (en) * | 2012-12-10 | 2013-03-06 | 江苏省交通科学研究院股份有限公司 | Box bridge girder |
| CN108660974A (en) * | 2018-05-22 | 2018-10-16 | 郑州工业应用技术学院 | A kind of road and bridge protective fence cushion bumper body |
| CN108914782A (en) * | 2018-08-08 | 2018-11-30 | 江苏中铁山桥重工有限公司 | A kind of large size open web type highway steel box girder stayed-cable bridge manufacturing method |
| CN109137718A (en) * | 2018-09-27 | 2019-01-04 | 中交公路规划设计院有限公司 | Lightweight steel-coarse aggregate Reactive Powder Concrete combined beam structure |
| KR102027941B1 (en) * | 2018-10-18 | 2019-11-05 | 재화엔지니어링(주) | Pedestrian Bridge installing the Handrail Girder |
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